ASTM D6365-1999(2011) 5000 Standard Practice for the Nondestructive Testing of Geomembrane Seams using the Spark Test《用火花试验对土工接缝进行无损检测的标准操作规程》.pdf

《ASTM D6365-1999(2011) 5000 Standard Practice for the Nondestructive Testing of Geomembrane Seams using the Spark Test《用火花试验对土工接缝进行无损检测的标准操作规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM D6365-1999(2011) 5000 Standard Practice for the Nondestructive Testing of Geomembrane Seams using the Spark Test《用火花试验对土工接缝进行无损检测的标准操作规程》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D6365 99 (Reapproved 2011)Standard Practice forthe Nondestructive Testing of Geomembrane Seams usingthe Spark Test1This standard is issued under the fixed designation D6365; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revisi

2、on, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the nondestructive testing of fieldseams in geomembranes using the spark test. A

3、suspect area isindicated by the generation of a spark. The test is applicable toseams made by the extrusion method, seams made by usingwelding tape (a strip of the same type of material as thegeomembrane, that is welded over adjacent sections ofgeomembrane to create a seam), or seams where it is pra

4、cticalto insert a conductive material in the seam just prior to orduring fabrication.1.2 The spark test may produce an electrical spark andtherefore can only be used where an electrical spark would notcreate a hazard.1.3 Unless the voltages and distances prescribed are care-fully adhered to, a “fals

5、e positive” indication may result. Thisfalse positive occurs when the arc distance is too large for thevoltage applied at the time and conditions of testing.1.4 The values stated in SI units are to be regarded asstandard. The values given in parentheses are for informationonly.1.5 This standard does

6、 not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate health and safety practices and to determine theapplicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Stan

7、dards:2D4439 Terminology for GeosyntheticsD4491 Test Methods for Water Permeability of Geotextilesby Permittivity3. Terminology3.1 Definitions:3.1.1 geomembrane, nan essentially impermeable geo-synthetic composed of one or more synthetic sheets.3.1.1.1 DiscussionIn geotechnical engineering, essen-ti

8、ally impermeable means that no measurable liquid flowsthrough a geosynthetic when tested in accordance with TestMethods D4491.3.1.2 seam, na permanent joining of two or more mate-rials.3.2 For definition of other terms, see Terminology D4439.4. Summary of Practice4.1 To use this practice a conductiv

9、e material is inserted intothe field seam just prior to or during fabrication. The conduc-tive material in the seam is connected to the negative terminalof the test apparatus, and a positive voltage is applied acrossthe seam edge. A suspect area in the seam is indicated by aspark from the voltage so

10、urce to the conductive material.5. Significance and Use5.1 Spark testing of geomembrane field seams is particu-larly useful in locations where other nondestructive test meth-ods are not practical, for example in tight corners or acircumferential seam around a pipe.6. Apparatus6.1 The test apparatus

11、consists of a highvoltage, lowcur-rent source with a negative terminal for ground and a positiveterminal for a voltage applicator. A voltage applicator mayconsist of a handle and wire brush, conductive neoprenesqueegee, or other suitable applicator.6.2 The range of the high voltage source is typical

12、ly 20 000to 35 000 V.6.2.1 The voltage required to cause a discharge (spark)between the positive electrode and the negative electrode wireis expressed by the formula.V 5 K=D (1)where:V = test voltage,K = a constant (V/(mm)1/2), andD = the distance from the edge of the extrusion bead on thelower pane

13、l to the conductive material in mm.1This practice is under the jurisdiction of ASTM Committee D35 on Geosyn-thetics and is the direct responsibility of Subcommittee D35.10 on Geomembranes.Current edition approved June 1, 2011. Published July 2011. Originally approvedin 1999. Last previous edition ap

14、proved in 2006 as D6365 99(2006). DOI:10.1520/D6365-99R11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Co

15、pyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.6.2.2 If the voltage is not adequate due to underestimatingD, a false positive test (a seam with a suspect area resulting inno spark and testing as a good seam) may result.6.2.3 Good resul

16、ts have been obtained using the test volt-ages and distances given in Table 1.6.2.4 The conductive material should be located 8 to 15 mmfrom the edge of the extrusion bead on the bottom geomem-brane to be a successful test.7. Procedure7.1 Before or as the seam is fabricated a continuous elec-tricall

17、y conductive material is inserted in the lapped area of thepanels 2 to 5 mm (0.1 to 0.2 in.) from the edge of the top panelof membrane. See Fig. 1.7.2 Prior to testing, it is necessary to connect the conductivematerial installed in the field seam to the negative terminal ofthe voltage source or a se

18、parate ground.7.3 Set the voltage source to a voltage needed for theexpected distance. Typical distances and the required voltagesare given in Table 1. The user should verify the test voltage isadequate using a trial seam with a simulated defect prior totesting and also to verify that the test volta

19、ge will not damagethe geomembrane.7.4 Check that the field seams and areas adjacent to theseams are dry prior to testing.7.5 Place the voltage applicator (such as a wire brush orconductive neoprene squeegee) connected to the positiveterminal of the voltage source, in contact with the geomem-brane at

20、 the seam.7.6 Move the voltage applicator along the seam at a uniformrate of 6 to 9 m per minute. The voltage applicator must makeintimate contact with the seam being inspected.7.7 As the test progresses, the generation of a spark indi-cates a suspect area in the seam. It is desirable that equipment

21、has an audible tone signal that occurs when a spark isgenerated.7.8 The suspect area is marked for repair.8. Report8.1 Report the following information:8.1.1 Identification of the geomembrane material, includingthe type of polymer, manufacturer, thickness, reinforced ornonreinforced sheeting, seam t

22、ype used, ambient temperature,date of seam fabrication, date of seam evaluation, seam testedand results of seam evaluation.8.1.2 Voltage used.9. Keywords9.1 geomembrane; nondestructive; seams; testingTABLE 1 TEST VOLTAGE FOR VARIOUS EXPECTEDDISTANCESAExpected Distance D Test Voltage(in.) (mm) (V)0.2

23、50 6 20 0000.375 10 25 0000.500 13 28 0000.625 16 31 0000.750 19 35 000AConstant K = 7900 volts/(mm)1/2D6365 99 (2011)2FIG.1D6365 99 (2011)3ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this

24、standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years

25、 andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committe

26、e, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-

27、2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).D6365 99 (2011)4